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PAY ESrrlMATE/¢2
<br /> CITY OF RAMSEY
<br /> 14aRD AVENUE N.W,
<br />UTILITY AND STREET/iMPROVMENTS
<br />]blPROVEMENT ?RO31&CT NO. 0o-ll
<br />CITY OF RAMSEY
<br />
<br />Schedule "C" - Storm Sewer
<br />Spec. ¢'stimated } } Contract i UsedtoI
<br />Ref. Description Quantity Contract Unit Price Amount Date Extension
<br /> [12" RCP {CLS) (0'-8' Depth/ $2,340~00{ 46 s
<br /> }15" RCP (CL$) (0'-8' Depth} $6,927.301 $ 890.10
<br />
<br />Item No. }
<br />
<br />361
<br />37t
<br />38i
<br />
<br />i 39i
<br />
<br />4oi
<br />
<br />t18" RCP (CLS} (0'-8' OeDth)
<br />!23" RCP (CL3} (0'-8' Depth)
<br />
<br />}27" RCP (CL3) (0'-8' Deoth)
<br />130" RCP (GL 3) (0'-8' Demh)
<br />
<br />}36" RCP (CL3) (8'-10' Depth)
<br />
<br />t36" RC Arch Pipe - Class 3 {8'-10' Depth)
<br />
<br /> 411 112" Oia. Concrete Plug
<br /> 42} 15" Dia. Con.ere Plug
<br /> 43[ 18" Dia. Concrete Plug
<br /> .~41 J24" Dia. Concrete Plug
<br /> 45J l!8" RCP FES
<br /> a6j J3O" RCP PES
<br /> 47I J36" RCP FES
<br />, 48,{ JConstru~ Standard CatcnPamn (2' x 3')
<br /> 49j }Construct 27" dia. Ca[cnPasin wlSeehive Grate
<br /> 50{ }Construct Manno~e 4' dia. {0'-8')
<br />
<br /> Construct CB-MH 4' Dia. (0'-8')
<br />52t Construcl CB-MH 54" Dia. {0'-8')
<br />53! }Construct CB-MH 60" Dia. (9.5' build)
<br />
<br /> 130!LF IS 18.00 t/L[ I
<br />35~ }L,F $ 19.35 L/L[
<br />13251LF $ 21.30 }/LF $28,222.50{ 458
<br /> 6 LF j $ 25.75 IlL[ $154.50J
<br /> 350 LF $ 32.15 J/LF [ $11,252.50{ 350
<br /> 36.00 [/LF $22,104.00 90
<br /> 49.25 [/LF $12,411.00
<br />
<br /> 614JLF $
<br /> 252}LF $
<br />
<br />j 3 EA $ 70.00
<br />' iIEAI* 75.00
<br /> ' l lEA , 584.oo
<br /> 1 EA ! $ 950.00
<br /> 1 EA $ 1,375.00
<br />
<br /> $ 730.00
<br /> i{EA~' s 1,117.oo
<br /> 8J,EA , $ 1.213.00
<br />
<br />[ ~ s ~.~4~.o0
<br />J ~ ~ J $ ~,2o~.oo
<br />J 1l~ ]$2,920.00
<br />
<br />[ 24.71CY t$ 50.00
<br />} 16,453lCY i$ ~.11
<br />
<br />$ 76.10 /LF J $3,044.00
<br />j $ 62.00 IlEA $124,00
<br />Is ~8.oo ilEA j 8204.oo
<br />
<br />IlEA } $21o,o0
<br />lEA j $75.00
<br />I./.~ ! s584.o9
<br />I lEA $950.00
<br />/EA ' $I ,375.001
<br />
<br />9;755.40
<br />
<br />$ 11,252,50
<br />$ 3,240.00
<br />$
<br />
<br />1 $ 68.00
<br />
<br />,., ~ $ 210.00
<br />
<br />950.00
<br />
<br />$ 787.00
<br />
<br />//~A I $2,3ol.oo t l
<br />t $730
<br /> ilEA I $1,117 00'
<br /> ilEA [ 59,7o4.o0! 2j $ 2,426.00
<br /> {lEA $8,884.0g! 2[ $ 3,442,00
<br /> IlEA I ~1,846.00i $
<br /> ~i~ s~,2o~
<br />
<br />~tCY S~ ,235.ooi
<br />ICY $18,262.83~ 16453
<br />
<br />}Construct CB-MH 66" Dia. (0'-8')
<br />
<br />jConstruct CB-MH 72" Die (9.3' Puild)
<br />
<br />Dia. Skimmer Structure wi¢h Weir (0'-8')
<br />
<br />56]
<br />57[ [Class III Random Rio-Rao
<br />58j }Common Excavation - Pond
<br />
<br />Total Bid Schedule "C"
<br />
<br /> I $ 2,201 .O0
<br />$2,920.001 $
<br /> $
<br />
<br />18.262.83
<br />
<br />5139,045.63 $ 53.464.83
<br />
<br />Schedule "O" - Road Construction
<br />
<br />}Item .No. SpeC.Ref.
<br />591, i Mobilization
<br />6o{ }Traffic Control
<br />
<br />611
<br />
<br />Oescription
<br />
<br />}Remove Concrete CUrD & Gui:ter
<br />
<br />82j JRemove Bituminous Pavement
<br />62! }Saw Bituminous Pavemem
<br />6.4i JClearing & Gruboing
<br />65J !Tran'soiant Trees
<br />66} iCommon Excavation (P}
<br />
<br />~ 68[
<br />
<br />Cqncrete Cur9 & Gutter. Design B-618
<br />Triangular Valley Cutler Sec[ions
<br />
<br />17" Concrete Valley Gutter
<br />
<br />}Aggregate Base, Class 5
<br />
<br />71!
<br />
<br />721
<br />
<br />}Type 41 Bituminous Wear Course
<br />
<br />tType 31 Bituminous Base Course
<br />I'Bit, Matena'l i~r Tack Co~t
<br />
<br />731
<br />
<br />7,4. j [24" White Slop 8er
<br />
<br />75} JF & I Sign Panel (Type C)
<br />
<br />[Seeding, ind. Seed, Fertilizer & Mulch
<br />
<br />JSooding, Lawn &Bouievard Type
<br />
<br />771
<br />
<br />781
<br />
<br />[Sill Fence, Pre-Assembled
<br />
<br />Salvage & Reinstall Topsoil (LV)
<br />T.O~soil Borrow (LV) .
<br />tRemove Concrem & Debris (Dozer Hours)
<br />
<br /> 80j
<br />/
<br />
<br />{Remove Concrete & DePns (Backhoe Hours)
<br />
<br />iRemove Concrete &Debns (Loader Hours)
<br />
<br /> Estimated l J
<br /> Quantity _ Contract Unit Price
<br /> 1ILS IS 1,500.00 ItLS
<br /> 1.oo ~s ~ ~oo.oo
<br /> 5ooILF Is 0.75 IL?
<br /> .920 SY S 0.50 /SY
<br /> '~701LF tS 1.oo I/L¢
<br /> I0,SjAC $ 3.800.00 J/AC I
<br />12lEA s lOO,OO lEA
<br />101100 cY Is tll icY
<br />5,200ILF }S 7.15 I/LF i '
<br />~IEA Is 2~5.oo
<br />~5~}SF ~ 4:90
<br /> 3,750 fen $ 715 /TON]
<br /> 935'T~)N } $ 2700 /TON}
<br /> 1250 TON l$ 25.80 /TON
<br />
<br /> 25 LF $ 2.00 /LF
<br /> 6.25 }SF S 23.00 /SF
<br /> iAc [$1,5oo.oo /AC
<br /> 3500 SY $ 2.00 pSY
<br /> 1,300 LF '}$ 1.30 J/L?
<br /> 2000JcY ]$ 1,1~ /cY
<br /> 300 c¥ j s 9.oo /C¥
<br />
<br />i lSlHR I$ 125.00 /HR J
<br />! 30}HR J S 145.00 /HR
<br />i 181HR IS 130.00 I/HR
<br />
<br />Contract Used to
<br />Amount Date
<br />Sl.500.00 0.5
<br />
<br />Extension
<br />
<br />$375.00J 440
<br />,46o.oof 706
<br />$17o.ooj
<br />
<br />750.9.O
<br />
<br />$200.00} 1 $ 200.00
<br /> $ 330.00
<br /> $ 350.00
<br />
<br /> $3,04o.ool 0.8
<br /> $1,200.00j7
<br />$11,2tl.00 12710
<br />$37.180.00
<br />
<br />3.040.00
<br /> 700.00
<br />14,108.10
<br />
<br />$25,245.00 46.3
<br />532,250.00 48.5
<br />
<br />$1,o6o.ool
<br />$735.00
<br />$26,812.50 $
<br /> $ 1.250.10
<br /> $ 1,251.30
<br />
<br />$143.75i
<br />
<br />$825.00{
<br /> ~5o.ool
<br />
<br />$1,500,,00I
<br />$7,000.0D
<br />$1,890.00
<br />
<br />$2,220.00[ 1000
<br />
<br />$2.700.00J
<br />s2,25o.ool I~i
<br />
<br />S 1,t10.00
<br />
<br />$ 2,250.00
<br />
<br />$4,350.00J 30 S 4,350.00
<br />$2.340,00J 18 $ 2,340.00
<br />
<br />Total Bid Schedule "D"
<br />
<br />$166.507.25
<br />
<br />$ 32,029.50
<br />
<br /> R_A3 ] 57BtPay Estimate 2
<br /> Per C.O. No, 2
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